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V DIA. STD. STEEL PIPE
<br />FILLED SOLID W/ CONCRETE
<br />EMBEDED PIPE PROTECTED cl I
<br />W/ CATALYZED POLYURETHANE
<br />CONC. SLAB, SEE PLAN
<br />7
<br />CONC. FOOTING, SEE PLAN \ \ • \\. \� 6 MIL VAPOR BARRIER
<br />COMP. SOIL, SEE PLAN
<br />PIPE 50LLARD DETAIL
<br />SCALE: I/2'=1'-0'
<br />I
<br />I
<br />PEDROOM3
<br />124' X 114'
<br />I �
<br />I A Q
<br />S3 �
<br />+248 / -21.0 PSF 14OMPH o
<br />I I
<br />ENTRY *EG SS +261 / -29.0 P8FI 145MPH
<br />r
<br />V-0' CL'G. s
<br />I I S ® 2 I
<br />@i � 1 1 1 Vol
<br />1
<br />2 0 3-4I 0 68
<br />�)-14' WIDE - - FLAT SOFFIT
<br />16'5Q x 36'H CMU
<br />I' 4' 1'-4- 5-4' 1'-4' 10'-8' 1'-4' COLUMN BASE
<br />30'-0' 20'-0'
<br />TO GAR WALL
<br />PARTIAL FLOOR PLAN = EL V 11511
<br />SCALE: 1/4'=1'-0'
<br />5YM50L6 NOTE TO TRUSS COMPANY:
<br />ALIGN TRUSSES TO NOTE: A.N. STAND DIMENSIONS
<br />ALL INTERIOR ANGLE GAS = 6' H. x 36' W. x 52' L.
<br />BUILDING SECTION KEY ALLOW FOR A.N. TO
<br />BE ALIGNED. WALLS ARE AT 45 DEG. ELEC. = 24' W. x 36' W. x N' L.
<br />(Section No. over Sheet No.) * * * * *
<br />INTERIOR ELEVATION KEY
<br />(Elev. No. over Sheet No.)
<br />DETAIL KEY
<br />(Detail No. over Sheet No.)
<br />O
<br />WINDOW SCHEDULE KEY
<br />(SEE WINDOW SCHEDULE SHT. )
<br />C --
<br />STRUCTURAL NOTE
<br />O --
<br />HOSE BIBB
<br />H P3
<br />WINDOW SCHEDULE
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />CLEAR OPENING S.F.
<br />SILL HEIGHT
<br />A
<br />256H
<br />38, X 63,
<br />6'-8'
<br />33312' WIDE X 2625' NIGH
<br />589 SF.
<br />1'-6'
<br />B
<br />355H
<br />54' x 63'
<br />6'-8'
<br />48312' WIDE X 1625' HIGH
<br />881 SF.
<br />1'-6'
<br />C
<br />245H (TEMP)
<br />38' x 51'
<br />6'-8'
<br />33312' WIDE X 2025' HIGH
<br />48 SF.
<br />2'-6'
<br />1'-0' 5'-4'
<br />(SPAN OVER +241/ -26.4 PSF I 140MPH
<br />+242/ -26A PSF 14OMP14 2 OPENINGS) (11+26.1/-28APFII45 MPH �
<br />2b.1 / -28.4 PSF 1145 MPH © © H$ S3 1
<br />* EGIRESS D
<br />S3 '�
<br />151-01
<br />•x
<br />v
<br />e
<br />S3 � 15
<br />8'40 CLG. ' (SIM. SEE NOTE FOR MORE INFo� GG
<br />2'-0' --
<br />��E
<br />2b68
<br />0i r
<br />T N
<br />50'-0'
<br />Y/ FLEX
<br />u I R r 12'7�xh4-0
<br />' I S ¢0 xCLG ' v
<br />1 1
<br />/ IJI'-2' 8 -6` 8 9 14 -OIr l a) 1 ,
<br />8'-4' HEAD T.
<br />---
<br />O.H.C.
<br />BEDROOM 4 `
<br />12'-0' x 124' 2668 6'
<br />8'-0' CLG. HALLWAY zQ
<br />�7
<br />O
<br />r�
<br />-,
<br />MIA-
<br />�
<br />4
<br />K
<br />PERIMETER OF DOOR
<br />%'
<br />/
<br />(4) SH.
<br />`�
<br />SHOWER/TUB
<br />HB.
<br />-�� S3
<br />PIS BOLLARD lW/
<br />METAL
<br />`"
<br />COMBO
<br />�*
<br />_
<br />OPTION GAS W.H. ONLY)
<br />THRESHOLD
<br />Eli /
<br />�
<br />SEE DETAIL A/1
<br />4
<br />STEP,-
<br />'
<br />3b'x22' ATTIC I
<br />NOTE: WR SHALL BE ELEVATED
<br />FOY
<br />ACCESS
<br />MIN.18' ABOVE GARAGE FF. W/
<br />OPTION GAS W.H. ONLY
<br />`�
<br />9'-4`iCLG
<br />'+
<br />�
<br />(SIM. W/OUT UPLIFT
<br />4 SEE NOTE ti FOR
<br />xW.C.LAV.
<br />.'
<br />53
<br />0
<br />A
<br />MOIRE INFO)%
<br />S3
<br />$4R
<br />HB.
<br />+2�4
<br />/ -23
<br />1
<br />- - -
<br />c°
<br />- - -
<br />(SIM.)
<br />3 GAR GARAGE
<br />D
<br />+23.1
<br />� 58
<br />4 5
<br />304' x 204'
<br />63
<br />' r'
<br />',...;`
<br />8
<br />5' B
<br />. DR
<br />LINE OF GARAGE DOOR V-0' Cl-G. LINE OF GARAGE DOOR
<br />IN OPEN POSITION - - - - - - - - - IN OPEN POSITION
<br />I I I I
<br />I I I
<br />I I I I
<br />ENTRY- B=DROOM 3
<br />K
<br />K
<br />K
<br />- IT-0, x11I-0 1
<br />54
<br />I S4
<br />8'-0' CLG.
<br />16'-0' x T-0' O.H. GARAGE DR
<br />I
<br />S'-0' x T-
<br />I
<br />' O.H. GARAGE DR
<br />e
<br />4
<br />+214 / -238 PSF 14OMPH
<br />+23.1 / -25.8 PSF 1145MPH �
<br />e
<br />�
<br />�
<br />-
<br />*EGRESS
<br />+223 / -253 P5F 14OMPH
<br />+24.5 / -21.0 PSF I 14OMPH ® 2
<br />/ -21.1 PSF 145MPN
<br />E,4+242
<br />+26.1 / -29.0 PSF 145MPW
<br />2'-61
<br />16'-0'
<br />2'-0'
<br />8'-0'
<br />'-0'
<br />Y-4'
<br />Y-01
<br />6'-8'
<br />29'-4'
<br />2'-0'
<br />10
<br />5'-4' 1,
<br />13'-4'
<br />50'-01
<br />0-f�qq
<br />il
<br />SCALE: 1/4'=1'-0'
<br />DliTiDISIO11 CONVENTION
<br />VERALL & EXTERIOR OPENING 1 •
<br />'N'OM OUTSIDE OF BLOCK
<br />Illlllllllllllllllli;IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi
<br />1
<br />1
<br />OUTSIDE FACE OF
<br />BLOCKNOMINAL
<br />1
<br />/-4" FRAME WALL
<br />1
<br />1
<br />U.N.O.
<br />VERTICAL REIN ORC'9ENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN
<br />GROUTED CELL TYPICAL UNA.t HOOK INTO TIE BEAM AT TOP 4
<br />FOOTING: AT BOTTOM.)
<br />FILL CELL TO ONE COURSE ABV PIPE (NO REBAR)
<br />CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT
<br />TO BE FILLED UNLESS SHOWN ON THE PLAN)
<br />8'-0' TOP OF MASONRY
<br />V-4' TOP OF MASONRY
<br />BEARING WALL 2X STUDS 9 16' O.C. W/ 1/2' GYP- (UNA. ON PLAN)
<br />2X STUD W/ 1/2' GYP- (UN.O.ON PLAN)
<br />��00� Pl1.�IN NOTES:
<br />I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND
<br />INSTALLATION INFORMATION.
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER
<br />FBC 1103).
<br />3. *-DENOTES EGRESS WINDOW
<br />4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE
<br />MANUFACTURER
<br />5. EXTERIOR WINDOWS 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL,
<br />MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND
<br />PRODUCT,
<br />6. LISTED WIND PK55UKS AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE
<br />DIVIDED BY 010.
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID
<br />WOOD DOORS NOT LESS THAN 13/8' IN THICKNESS, SOLID OR HONEYCOMB -CORE
<br />STEEL DOORS NOT LESS THAN 13/8' THICK, OR 20-MINUTE FIRE -RATED DOORS.
<br />8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MR
<br />NO.26GA SHEET STEEL, 1' MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT
<br />BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE
<br />GARAGE
<br />:STRUCTURAL. NOTES
<br />lO PROVIDE (1) ; 5 CONT. IN 6" P.G. LINTEL 4 (1) 0 5 IN 8" KO. BLOCK ABOVE,
<br />FILLED SOLID WITH GROUT.
<br />0 PROVIDE 8' P.C. LINTEL 4 (9 5 IN 8' K.O. BLOCK ABOVE, FILLED SOLID W/
<br />GROUT
<br />O3 PROVIDE (1) r 5 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1) • 5 IN 8' KO. BLOCK
<br />ABOVE, FILLED SOLID WITH GROUT
<br />® PROVIDE (1) 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT
<br />O5 (3) 2x4 COLUMN W/ 4-8d TOENAILS TOP 4 BOTTOM
<br />O (2) 2x8 SPK HEADER W/ BLOCKING. PROVIDE (U 2x6 JACK STUD 9 EA
<br />END OF HEADER
<br />O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP 4 BOTTOM
<br />OS (2) 2X8 SP'Fr1 BEAM W/ USP HTW20 6 COLUMN 4 LISP THD28-2 MASONRY
<br />HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE
<br />TRUSS
<br />[�9 (2) 2X8 SPR BEAM W/ USP THD28-2 HANGER ® SIDE BEAM,
<br />USING 6-16D 4 6-10D NAILS, AND USP HTWYO a INTERIOR COLUMN
<br />10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 e
<br />BASE, PROVIDE MR 6' EMBEDMENT INTO SIMP'SON SET-XP EPDXY OR EQUIV.
<br />FOR ANCHOR BOLTS
<br />NOTE:
<br />I. POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4
<br />REINFORCEMENT INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR
<br />MORE INFO)
<br />ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE
<br />BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
<br />ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
<br />CONSTRUCTION.
<br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO
<br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION.
<br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THA1
<br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO
<br />ADDITIONAL FEES.
<br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER
<br />THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE.
<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineenng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd=108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT=±0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019-THESE DRAWINGS AND DESIGNS ARETHE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />12.12.17
<br />1,00 6TH ED. (2017) FBC
<br />UPDATES
<br />07.31.18
<br />1.01 ELEV. A TRUSS LAYOUT
<br />REVISED
<br />01.25.19
<br />1.02 BEARING WALL NOTE
<br />CLARIFICATION
<br />02.07.19
<br />T1 RT1N H10A ILO
<br />1.03 USE LISP A 6
<br />VERSION NO 1.03 / 02 07.19
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<br />SHEET TITLE:
<br />FLOOR PLAN
<br />GENERAL NOTES & INFO
<br />SHEET INFORMATION:
<br />JOB NO.: 390444
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />2
<br />1-1 i_. 7
<br />1 7- - -
<br />I i I IIII 1 1 1, PI li i I I I I I - - 11 [ � I .I r- - -
<br />
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